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PARTIES COOPERATIVE AGREEMENT . NH-IR-4114 (077) SO FORK PALOUSE RIVER BRIDGE TO SWEET AVE, MOSCOW LATAH COUNTY KEY N0.4219 THIS AGREEMENT is made and entered into this day of4--M±².:t41---• 2001, by and between the IDAHO TRANSPORTATION DEPARTMENT, her the STATE, and the CITY OF MOSCOW, hereafter called the CITY. L PURPOSE The parties wish to establish the terms for the design, construction and maintenance of the CITY's sanitary sewer line, to be located in a section of US 95 on the STATE's Project No. NH-IR-4114 (077), in the City of Moscow, as described in the attached Exhibit A, and as shown on the final construction plans. Authority for this Agreement is established by Section 40-317 of the Idaho Code. The Parties agree as follows: SECTION I. That the STATE will: 1. Assume no responsibility for the timely performance of this agreement. 2. Perform all surveying, engineering, and design activities related to Project No. NH-IR-4114 (077), except as provided in Section II, Paragraph I. 3. Review for compatibility the plans provided by the CITY for their sanitary sewer line to be installed on the project. 4. Advertise for the construction of the project, including the CITY's work, open bids, prepare a contract estimate of the cost based on the successful low bid, and notifY the CITY thereof. 5. A ward a contract for construction of the project based on the successful low bid, if it is not over ten (10) percent above the estimate for cost of construction. Ifthe successful low bid total for the CITY 'S items is in excess of II 0% of the estimated costs, the STATE will obtain written concurrence from the CITY before proceeding to award, if it is found to be in the best interest of the STATE to award the contract. 2001-43 DESIGN ---PAGE BREAK--- 6. Provide to the CITY a copy of the Contract Proposal form, Notice to Contractor, and approved construction plans. 7. Assume its share of all construction and engineering costs for the project, excepting items stated hereafter as obligations of the CITY. 8. D esignate a resident engineer and other personnel, as the STATE deems necessary, to supervise and inspect construction of the project in accordance with the plans, specifications and estimates in the manner required by applicable State regulations. T his engineer, or his authorized representatives, will prepare all and final contract estimates and changes orders, and will bill the CITY for its share of the costs of inspection and supervision directly related to the sanitary sewer line at completion of the project. 9. M aintain complete accounts of all project funds received and disbursed which accounting will determine the final project costs. I 0. Upon completion of the project, after all bid and change order costs have been accumulated, provide a statement to the CITY summarizing the bid and actual costs for the CITY's work, indicating an adjustment for or against the CITY. II. Indenmizy, save harmless and defend regardless of outcome the CITY from expenses of and against suites, actions, claims or losses of every kind, nature and description, including costs, expenses and attorney fees that may be incurred by reason of any act or omission, neglect or misconduct of the STATE in the construction of the work. SECTION II. T hat the CITY will: 1. Provide to the STATE a copy of the plans for the CITY's sanitary sewer line to be installed on the project. 2. Authorize the STATE to administer the project and make any necessary changes and decisions within the general scope of the plans and specifications. Prior approval of the CITY will be obtained if it is necessary during the life of the construction contract to deviate from the plans and specifications to such a degree that the CITY's share of the costs or the nature of the completed work will be increased significantly. ONE HtJNOȩcO TUt!tT'(- TWO TUOVllAAID >!ND NO HVNP!teDT).IS 'Dl>U.A Ȩ /lZ, 000. oo) 3. Pay to the STATE prior to advertisement for bids the amount of 6NE HUNDRED 'fVfENTY FI¥E 'fiiOUSAND 1\:ND -Ne HUNDREDTHS DOLLARS (JllS,OOIUIO) for the construction of the CITY's ,work as described in Exhibit A.(.l13üooo.oo) Jl { 2 ---PAGE BREAK--- 4. Upon notification by the STATE of the lowest qualified bid received, if the CITY's share exceeds the amount set forth in Section II, Paragraph 3, transmit to the STATE the CITY's share of the excess cost. 5. Upon receipt of the statement referred to in S ection I, Paragraph 10, indicating an adjustment in cost against the CITY, remit to the STATE a check or warrant in that amount. 6. Comply with all pertinent sections of the STATE's Standard Specifications for Highway Construction in accomplishing all futnre trench backfill and pavement repairs on the state highways within the project limits. 7. Obtain concurrence of the STATE before installing or constructing any new, or relocating any existing sidewalk or any existing water, storm sewer, sanitary sewer or other facilities on the state highways within the project limits. 8. Upon acceptance of the completed project, maintain at its own expense the sanitary sewer line to be installed within the project limits of Project No. NH-IR- 4114 (077), as described in Exhibit A. 9. InderunifY, save harmless and defend regardless of outcome the STATE from expenses of and against suites, actions, claims or losses of every kind, natnre and description, including costs, expenses and attorney fees that may be incurred by reason of any act or omission, neglect or misconduct of the CITY in the performance of the work under this agreement. SECTION III. All parties agree as follows: 1. T hat this Agreement shall become effective on the first date mentioned above, and shall remain in full force and effect until amended or replaced upon the mutual consent of the STATE and the CITY. 3 ---PAGE BREAK--- EXECUTION T his Agreement is executed for the STATE by its Chief Engineer; and executed for the CITY by the M ayor, attested to by the City Clerk, with the imprinted corporate seal of the CITY OF MOSCOW. AT T EST: (SEAL) August 20, 2001 hm:4219 COOP.doc IDAHO TRANSPORTATION DEPARTMENT APPROV ED 1 . 'ef Engmeer R ECOM M END ED BY: CITY OF MOSCOW 4 ---PAGE BREAK--- RESOLUTION NO. 2001-12 A RESOLUTION OF THE CITY OF MOSCOW, A MUNICIPAL CORPORATION OF THE STATE OF IDAHO. WHEREAS, The Idaho Transportation Department, hereafter called the STATE, has submitted an Agreement stating obligations of the STATE and the CITY OF MOSCOW, hereafter called the CITY, for construction of sanitary sewer lines within Project NO. NH-IR-4114(077); and WHEREAS, the STATE is responsible for obtaining compliance with laws, standards and procedural policies in the development, construction and maintenance of improvements made to the Federal-aid Highway System when there is federal participation in the costs; and WHEREAS, certain functions to be performed by the STATE involve the expenditure of funds as set forth in the Agreement; and WHEREAS, the STATE can only pay for work associated with the State Highway system; and WHEREAS, the CITY is fully responsible for its share of project costs; and NOW THEREFORE, be it resolved by Mayor and Council of the City of Moscow, Idaho, as follows: I. That the Agreement for Federal Aid Highway Project NH-IR-4114(077) is hereby approved. 2. That the Mayor and the City Clerk are hereby authorized to execute the Agreement on behalf of the CITY. 3. That duly certified copies of the Resolution shall be furnished to the Idaho Transportation Department. PASSED by the City Council and APPROVED by the Mayor this day of August, v ---PAGE BREAK--- CERTIFICATION I hereby certify that the attached is a true copy of a Resolution passed at a regular, duly called special meeting of the City Council, City of Moscow, held on August 20, 2001. ---PAGE BREAK--- SOUTH MAIN SANITARY SEWER PROJECT COST ESTIMATE QUANTITY tJNIT TOTAL DESCRIPTION &UNlT PRICE PRICE I. 200mm Pipe 136 Meters $115.00 $15,640 2. 375mm Pipe 315 Meters $185.00 58,275 3. 450mm Pipe 9 Meters $200.00 1,800 4. San. Sew. M.H., Type I 4.5 Each $2,750.00 12,375 5. San. Sew. M.H., Type 2 3.0 Each $3,250 .00 9,750 6. Service Connections 182 Meters $105.00 19,110 7. Exist. M.H. Abandonment I Each $400.00 400 8. Rem. & Dispose of Exist. M.H. 's 5 Each $500.00 2 500 Estimated Construction Costs . . . $119,850 Contingency @ 10% . . . 12 150 Total Estimated Cost $132,000 Dean C. Weyen, P.E. Asst. City Eng' r. 8/2/01 ---PAGE BREAK--- SHEET NUMBER 16 18 20 22 24 ! ( 26 28 30 32 STATION - STATION 1299+45 - 1300+40 - 1301+80 - 1303+20 - 1304+60 - 1306+00 - 1307+40 - 1308+80 - 1310+20 - 1300+40 1301+80 1303+20 1304+60 1306+00 1307+40 1308+80 1310+20 1311+37.772 ITEM NO. ITEM UNIT TOTAL 95 m 140 m 140 m 140 m 140 m 140 m 140 m i 140 m ' 117,772 m NON PARTICIPATING ' I 203·0,5A I REM OF ȧ EACH 5 161 5A 2 mm >AN ITARY :wE ;R p m 126.8 ac:j !lilA 3 mm >AN 'TARY :w1 :R p m 3 10.2 14 mm >AN ITARY oWl ;R p m 8.3 S' -01-05A rv 1 EACH 4.5 IS' -01-058 rv 2 EACH 3 I S' -01-05C :NT OF EXISTING MAN HOLE EACH _l S,ll-05A I SANITARY :KV :TIONS m 182.2 9 t::x..IIP->11 A ) ` ; 0 NO. Ĺt-C : Dave Ellis I SCAlES SHOWN ARE IDAHO DATE BY FOR 219 x 432 nm .':.!.CKEO I PFINTS ONLY TRANSPORTATION SOUTH FORK I Cot.NTY + Latah "ti;;;-•Lovejoy I CAOO .ŵ DEPARTMENT ' * NH-IR-4114 <077l PALOUSE RIVER BRIDGE II<£Y NU tH 4219 O":!"'i.e'i!!ECI<£0 û'i0et DISTRICT TWO DESIGN TO SWEET AVENUE bc I I S>£ET OF ---PAGE BREAK--- ' ) :I 0 ' ' ' ' ' ' TO I- w 0 ' ' ' ' ' ' z- o- w 0: ' 0@ 0 u 0 N ' ' ' ' ' STATION w >ų o..U 1- 0 w - ' ' ' ' ' ' oi'5 0 0 ' ' ' ' ' ' > ii\ VlU ' ' ' ' ' ' 0 0: 1-0 0: w 5- 0 u z w UJ w w w w w w PIPE SIZE ( MILLIMETERS ) u u o w o..w O::r; E O z w 0V) 0 0 3:0 E ee;: - O::Vl 1- 1- 1- 1- 1- 1- 1- • SEE S911-05A SANITARY SEWER CONNECTION SP 0 "-Vl ' Vl w 1- o- 00:: Et;: ::lw u z <00 -0 'w 'w t:o O..J Vl _ a •O Ul-0 •O 4 R£YISIONS DESIGNED / 0 PROJECT NO. SEWER PIPE SI.UIARY metric 9 0$ Dave £His SCALES SHOWN ARE IDAHO NO, DATE 6Y OESCRIPTI()I FOR 219 x 432 rrm DESIGN OiECKEO I TRANSPORTATION SOUTH FORK COLNTY Ken Helm PRINTS ONLY Latah ( v_o8,(l DETAILED CAOO FILE NAME DEPARTMENT - NH-IR-4114 <0771 PALOUSE RIVER BRIDGE II K£Y NUUSER Dan LoveJoy : 0 z ' ' ' ' ' ' TO a: I- w i5 ' ' ' ' ' ' z- o- w ci 0@ o< u 0 ' ' ' ' ' ' STATION w -u a_U 1- I 0 a: w - ' ' ' ' ' ' 0Ŵ > > 0 0 ' ' ' ' ' ' > v; a: v>U l- 0 "-Vl ' Vl :::lt.o.J 00: u Eti: .,Ea. : Z« 0. X ll·V X 1.2.3 EA. EA. EA. EA. EA. EA. EA. EA. 1310+53. 7 - 10.1 Rt 4.5 X S911·05A Sanitary Ser'vtce Connection 1310+ 70.6 - 9.8 Rt 4.5 X S911·05A Sanitary Service Connection 1310+88 - 9.5 Rt 4.5 X S911·05A Sanitary Service Connection 1310+89.3 - 9.5 Rt 4.5 X S911·05A Sanitary Service Connection 1311+01. 7 • 9.3 Rt 4.5 X S911·05A Sanitary Service Connection 1311+19.5 - 8.9 Rt 4.5 X S911·05A Sanitary Ser-vice Connection 1311+23 - 8.9 Rt 4.5 X S911·05A Sanitary Service Connection 1311+25.1 - 1311+31.5 8.3 X I Replace 1311+ 31.5 I Replace ' I I ' ' ' I ' - ' I I ' ' ! SHEET TOTAL 31.5 0 0, 8.3 I 0 2 PROJECT TOTAL ' 9 182.2 126.8 310.2 8.3 I 4 3 E:x!JI!?.lT A ) $P9 5 REVISlONS DESIGNED I 0 PRO.JEC T NO. SEWER PIPE 8ARY Tnetric 5 o+ Dave Ellis SCALES SHOWN ARE IDAHO NO. DATE BY OESCRIPTICN FOR 219 x 432 rrm DESIGN OiECKEO I PANTS ONLY TRANSPORTATION SOUTH FORK COt.IHY ' 6768 Ken Hetm Latah DETAILED I CAOO fiLE NAME DEPARTMENT NH-IR-4114 (0771 PALOUSE RIVER BRIDGE KEY NUMBER Dan Lovejoy 4219spsm.dQn 4219 bc ? ORAW!t(; OiECK£0 I ORAW!t(; OATEt DISTRICT TWO DESIGN TO SWEET AVENUE c,O Ken Helm SŌET Of ---PAGE BREAK--- NO. DATE T. 39 R 5 W, B.M. MOSCOW lncorp. Population 21,291 2000 U.S. Census Slope v » R/W R/W R/W . - • • - . - • • . - • • - . - . - 123 • • - . • • - . - • • - . • • - . - • • . - • • - . - . R/W Rhl Slope REVISIONS DESIGNED Dave Ellfs BY OESCRIPTI().I DESIGN OtECKEO Ken Helm DETAILED Dan LOvejoy ORAW!t(; CHECK£0 Ken Helm SCALES SHOWN ARE FOR 2713 x 432 nm ONLY CAOO FILE NAt.£ 4219sp43.don ORAWIN; OATU June 2001 \ \ \ \ - - I G) PROJECT NO. IDAHO TRANSPORTATION DEPARTMENT r Ų NH-IR-4114 !077l DISTRICT TWO DESIGN R/W STORM & SANTARY 5£WER PLAN SOUTH FORK PALOUSE RIVER BRIDGE TO SWEET AVENUE -l s, l m Sta 1301+98 • -13.5 L t a m Sta 130!+98 - 10.8 L t 9.8 m Sta 1301+98 ^ 10.8 Rt 9.8 m Sta 1302+88 - 10.8 l t 9.8 m Sta 1302+88 - 10.8 Rt 17.4 m Sta 1301+80 - !301+98 88.8 m Sta 1301+98 - 1308+88 31.4 m Sta 1302+88 - 1303+20 ø I EA Sta 1301+98 o ( I EA Sta 1302+88 o t (&es·SIIIA) CetCh Buln ry l I EA Sta 1301+98 - 10.8 L t I EA Sta 1301+98 - 10.8 Rt I EA Sta 1302+88 ¡ 10.8 L t I EA Sta 1302+88 ¡ 10.8 Rt # -·r1a I EA Sta 1301+98 I 13.5 L t m IH - ..-eroJn 6 m Sta 1301+98 ^ 10.8 l t 6 m Sta 1301+98 ^ 10.8 Rt 6 m Sta 1302+88 I 10.8 L t 6 m Sta 1302+88 ^ 10.8 Rt AT CITY EXPENSE NON^PARTICIPA TING > 211 - se- 26 m Sta 1303+12.3 I 17 Rt , - ry 1 I EA Sta 1303+03.9 e 10.6 L t < service c..._•lona 6.5 m Sta 1303+03.9 ^ 10.6 L t rnef;ric COI.tHY Latah 0 7 .p sl£n o• 37 ' cP ---PAGE BREAK--- Ű:ű . T. 39 R 5 W, B.M MOSCOW lncorp. Population 21,291 2000 U.S. Census R/W R/W R/W R/W 0 SlOpe R/W N'VS ( R/W • - P - _ · • • • • • • • • • • • • • • • · · f1:/W • • • • • • • • • • • • • • • • • • • • • • . Ȥ P- - P NO. DATE BY REVISIONS DESCRIPTIOO DESIGN Dave Eilts DESICN OtECKED Ken Helm DETAILED Oan Lovejoy ORAWit(; CHECKED Ken Helm SCALES SHOWN AR E FOR 279 432 PRINTS ONLY CAOO FILE NAt.€ 4219sp44.(kJn DRAWit(; OATE1 June 2001 IDAHO TRANSPORTATION DEPARTMENT DISTRICT TWO DESIGN ķ ȥ SloPe Limit ȣ / / PROJECT NO. NH-IR-4114 <077l STORY & SANTARY S£WER PLAN SOUTH FORK PALOUSE RIVER BRIDGE TO SWEET AVENUE - m Sta 1383+29 - 13.5 L t m Sta 1303+78 - 10.8 l t 9.8 m Sta 13f.l3+78 - 10.8 Rt m--s· 8.4 m Sta 1303+20 - 1303+29 417.8 m Sta 1303+29 - 1303+78 81.4 m Sta 1303+ 78 - 1304+60 /·455&) Ty A I EA Sta 1303+29 0 t I EA Sta 1303+78 0 t > C.tcn_.,Ty2 I EA Sta 1303+ 78 - 10.8 L t I EA Sta 1303+78 - 10.8 Rt /·638A) lnOtt Ty 8 I EA Sta 1303+29 - 13.5 l t (616•1teA) lSI - Plr>e . 6 m Sta 1303+78 - 10.8 l t 6 m Sta 1303+78 - 10.8 Rt AT CITY EXPENSE NON·PARTICIPA TING (5911·15&) Connoc:tlona 9.2 m Sta 1303+23 - 7,8 L t 4,0 m Sta 1304+37 - 6.2 l t metric COl.J.ITY Latah KEY NUMBER ---PAGE BREAK--- NO. DATE BY A/W A/W REVISIONS OESCRIPTIQ\4 DESIGNEO Dave EHts DESIGN CHECKED Ken Helm DETAILED Dan Lovejoy ORAW!N:t OtECK£0 Ken Helm S CALES SHOWN ARE FOR 279 x 432 nm PAINTS ONLY CAOO FilE NAU( 4219sp45.dQn ORAWIN:i OATEt June 2001 T. 39 R 5 W, B.M. MOSCOW tncorp. Population 21,291 2000 U.S. Census 4 21°26'21" T 170.374 m L 336,764 m R 900.000 m s N.C. SlOpe Limit IDAHO TRANSPORTATION DEPARTMENT DISTRICT TWO DESIGN * * PROJECT NO. NH-IR-4114 <0711 NldS(- " \ " * - 4\ STORII & SANTARY SEWER !'LAN SOUTH FORK PALOUSE RIVER BRIDGE TO SWEET AVENUE 1 •s.-PIH a m Sta 1304+68 • 10.8 l t .1,4 m Sta 1304+74 - 10.8 Rt 12.3 m Sta 1305+81 - 13.5 L t 9.8 m Sta 1305+58 - 10.8 Rt 21.7 m Sta 1305+66.35 - 20.4 Lt 11.3 m Sta 1305+77.14 - 16.8 L t 3.4 m Sta 1305+85 - !4.0 L t 11.0 m Sta 1305+87 - 10.5 L t (6e5 135A) 451 mm Storm Sewer Ploe 41.4 m Sta 1305+58 - 1306+00 7,4 m Sta 1304+60 - 1304+68 31.8 m Sta 1304+68 - 1305+01 55.8 m Sta 1305+01 - 1305+58 (61S·.OSSA) Ty A I EA Sta 1304+68 o C. I EA Sta 1305+01 0 t I EA Sta 1305+58 o C. c.•cn - Ty 2 I EA Sta 1304+68 - 1€1.8 L t I EA Sta 1304+ 74 - !0.8 Rt I EA Sta 1305+58 • 10.8 Rt I EA Sta 1305+66.35 - 20.4 L t I EA Sta 1305+77.14 • 16.8 L t I EA Sta 1305+87 • !0.5 l t @H:se OAT£1 DISTRICT TWO DESIGN Ken Helm June 2001 'Ŧ I I I E:xtli61T A STORN & SANITARY S£WER I'I.AN SOUTH FORK PALOUSE RIVER BRIDGE TO SWEET AVENUE (llt5·m&) lit - s - - j m Sta 13e6+43 o 10.5 L t a m Sta 1306+43 - 10.8 Rt 9,5 m Sta !307+28 - 10.5 l t 9.8 m Sta 1307+28 - 10.8 Rt # se- 42A m Sta 1306+00 - 1306+43 83.8 m Sta 1306+43 - 1307+28 11.4 m Sta 1307+28 - 1302+40 - TyA I EA Sta 1306+43 0 t I EA Sta 1307+28 0 t .ta•cn-Ty2 I EA Sta 1306+43 • !0.5 L t I EA Sta 1306+43 • 10.8 Rt I EA Sta 1307+28 • 10.5 L t I EA Sta 1307+28 • 10.8 Rt (616·118•)rse_....,.. 6 m Sta 1306+43 - 10.5 L t 6 m Sta 1306+43 • 10.8 Rt 6 m Sta 1307+28 - 10.5 L t 6 m Sta 1307+28 • 10.8 Rt AT CITY EXPENSE NON-PARTICIPATING . 211- y - - 40 m Sta 1306+48 • 7,6 L t 1.8 m Sta 1306+84 - 13.5 Rt , Ty I I EA Sta 1306+84 • 13.5 Rt metric COt.J.4TY Latah ---PAGE BREAK--- NO. OATE . Slope Limit) N 0°o47'25" E : : i ij I G ·I G REVISIONS ! BY OESCRIPTICJ.i Brown's Furniture N 1°01"52" E DESIGN Dave Enls DESIGN OfECKEO Ken Helm DETAILED Dan Lovejoy DRAWIN:i CHECKED Ken Helm ss ( T.39N,R5 W,B.M MOSCOW lncorp. Population 21,291 2000 U.S. Census - ss ( ss ( N fJ057'35" W ;ţ IJ lw . ·I v 0 SCALES SHOWN ARE IDAHO FOR 279 x 432 nm PŊTS ONLY TRANSPORTATION CAOO FILE NAME. DEPARTMENT 42t9sp47.don ORAWIN:i OATE1 DISTRICT TWO DESIGN June 2001 L: . · ñ 0. ':dV Apt Bldg PROJECT NO. NH-IR-4114 (077l ' Q I - 0 I I ' - · I '-+--Pa_ved . _ J R/W - ı Circle K ' Q STORM & SANTARY S£WER PUN SOUTH FORK PALOUSE RIVER BRIDGE TO SWEET AVENUE " -lit- Stor• sa- PIDe m Sta 13fl8+12.72 • 19.6 Rt 5 m Sta 1308+13.58 m 19.4 L t 11.4 m Sta 1308+24.38 • 18.8 Rt 11.4 m Sta 1308+26.36 • 18.9 L t @,es tl!A) 4M Storm PIDe 67.4 m Sta 13tl7+40 - !308+08 i - TyA I EA Sta 1308+08 0 l . Catct> Baa., Ty 2 I EA Sta 1308+12. 72 • 19.6 Rt I EA Sta 1308+13.58 • 19.4 L t I EA Sta 1308+24.30 • 18.8 Rt I EA Sta 1308+26.36 - 18.9 L t AT CITY EXPENSE NON·PARTICIPATING ýHts•) 1 EA Sta 1308+28.1 • 8.9 Rt # lTS- s.>try sa- PIDe 13.2 m Sta 1308+27.6 - 6.9 L t 51.9 m Sta 1308+28.1 • 1308+80 - Tyl 0.5 EA Sta 1308+27,6 • 8.9 Rt (5911·158) - Ty 2 I EA Sta 1308+28.1 • 8.9 Rt k Service 7.0 m Sta 1308+31.8 • 9 Rt 6.5 m Sta 1308+63.7 - 10 Rt 9.5 m Sta 1308+78.3 • 10.4 Rt -,uetric COLNTY Latah ---PAGE BREAK--- NO. DATE . ¹ - BY I W ro ror R/WI I • REVISIONS OESCRIPTIO'i I DESIGNED Dave Ents DESICN OiECK€0 Ken Heh'n DETAILED Dan lovejoy ORAWit«; CHECKED Ken Helm SCALES SHOWN ARE FOR 279 x 432 trm ONLY CAOO FILE NAto€ 4219sp4B.don ORA Wit(; 0A Ttl June 2001 T. 39 N, R 5 W, B.M MOSCOW lncorp. Population 21,291 2000 U.S. Census IDAHO TRANSPORTATION DEPARTMENT DISTRICT TWO DESIGN Sta 1309+5060CfJ054'37.466• :zO I.S.P.C. GRID NORTH PRO.JECT NO. NH-IR-4114 <077l -I II f kl h jw , -I S TORII & SANT ARY SEWER PUN SOUTH FORK PALOUSE RIVER BRIDGE TO SWEET AVENUE / s•or•s.-Pic>e i m Sta 1309+06 j 10.5 l t s m Sta 1309+06 - 10.5 Rt 10.0 m Sta 1309+17.2 - 19.7 Lt 10.3 m Sta 1309+27.1 - 18.9 Lt 9.5 m Sta 1309+86 - 10.5 L t 9.5 m Sta 1309+86 • 10.5 Rt (615·135.<) •se s• • S.•or Plc>e 78.8 m Sta 1309+06 - 1309+86 33.4 m Sta 1309+86 - 1310+20 - Ty A I EA Sta 1309+06 0 C. I EA Sta 1309+86 0 t. (615·511A) C•tCh - Ty 2 I EA Sta 1309+06 • 10.5 l t I EA Sta 1309+06 e 10.5 Rt I EA Sta 1309+17.2 e 19.7 l t I EA Sta 1309+27.1 m 18.9 lt I EA Sta 1309+86 m 10.5 l t I EA Sta 1309+86 m 10.5 Rt (6116·111A) lSI - P1c>e 6 m Sta 1309+06 e 10.5 l t 6 m Sta 1309+06 m 10.5 Rt 6 m Sta 1309+86 w 10.5 l t 6 m Sta 1309+86 m !0.5 Rt AT CITY EXPENSE NONePARTICIPATING 'l-!951.) - of - I EA Sta 1308+95.3 i 10.2 Rt I EA Sta !309+33.0 * 11.2 Rt (615·2150) - - S.•or Plc>e .32 m Sta 1309+30.2 (615·2liA) liS - Plc>e 140 m Sta 1308+80 m 1310+20 Rt , - Ty I I EA Sta 1309+33.0 * 11.7 Rt (S911·1SA) Senltory S...vlce C-tlons 9.0 m Sta 1308+96.6 g II Rt 9.0 m Sta 1309•21.2 i 11.8 Rt 5.5 m Sta 1309+27.6 i 11.8 Rt 4.5 m Sta 1309+44 i 11.5 Rt 4.5 m Sta 1309+45 - 11.5 Rt 4.0 m Sta 1309+69.3 - 11.2 Rt 29.0 m Sta 1309+71.3 - 11.2 Rt 4.0 m Sta 1309+90.1 - II Rt 4.0 m Sta 1309+91.6 - II Rt metric COlNTY Latah ---PAGE BREAK--- NO. DATE · . ' • . . 3 - z q m d 3 ' 3 - ¸ I --IC BY c ' m i c ' İIG I + I + : 3 z 7 ì q í2;î6 REVISIONS OESCRIPTIŋ -Q DESIGNED Dave EIJts DESIGN CHECKED Ken Helm DETAILED Dan Lovejoy ORAWtNC CHECKED Ken Helm e ' · ;c ¶ S CALES SHOWN ARE FOR 279 x 432 mm PriNTS ONLY CAOO fiLE NAME 4219sp49.don DRAWIN:> DATE1 June 2001 IG T.39N,R5 W,B.M MOSCOW lncorp. Population 21,291 2000 U.S. Census - c---ȠI G ' µ - Q I I I G- IDAHO G) TRANSPORTATION i DEPARTMENT DISTRICT TWO DESIGN Sta 13J0+80ACX0'"54'37.465• į ,..ez:F I,S.P.C. CRID NORTH 8 I PROJECT NO, NH-IR-4114 !077l Sta 100+00 of 5 m Sta 131&+66 m 10.5 L t :t.S m Sta 1310+66 g 10.5 Rt 6.5 m Sta 1311+24 - 10.5 L t 12.1 m Sta 1311+24 - 10.5 Rt (&es·t35A) 451 -Stor• - 45.4 m Sta 1310•20 - 13!0+66 57.3 m Sta 1310+66 - 1311+24.4 (&M·•SSA) UIIMole Ty A I EA Sta 1310+66 0 C. (&es·SitA) C.td> - T y 2 I EA Sta 1310+66 - 10.5 L t I EA Sta 1310+66 • 10.5 Rt I EA Sta 1311+24 - 10.5 L t I EA Sta 1311+24 - 10.5 Rt 6 m Sta 1310+66 - 10.5 L t 6 m Sta 1310+66 - 10.5 Rt 6 m Sta 1311+24 - 10.5 Lt 6 m Sta 1311+24 - 10.5 Rt AT CITY EXPENSE NON·PARTICIPA TING ë 1 EA Sta 1310+31 - 10.1 Rt I EA Sta 1311+25.1 - 8.9 Rt = 315 Sonltory 105.1 m Sta 1310+20 - 1311+25.1 Rt = 451 - 8.3 m Sta 1311+31.5 - 3.6 Rt (SHI•IISA) - Ty I I EA Sta 1310+31 - 10.1 Rt (SHI•t58) - Ty 2 I EA Sta 1311+25.1 • 8.9 Rt I EA Sta 1311+31.5 - 3.6 Rt (s••·tsc) ADatlldef-.Ȧt of btattno Į I EA Sta 1311+26.5 • 3.7 Rt < So.-vlce Connec:t._ 4.0 m Sta 1310+21.8 - 10.6 Rt 28.5 m Sta 1310+43.7 !0.3 Rt 4.5 m Sta 1310+53,7 - 10.1 Rt 4.5 m Sta 1310+70.6 - 9.8 Rt 4.5 m Sta 1310+88.0 - 9.5 Rt 4.5 m Sta 1310+89.3 - 9.5 Rt 4.5 m Sta 1311+01.7 - 9.3 Rt 4.5 m Sta 1311+19.5 • 8.9 Rt 4,5 m Sta 1311+23.0 - 8.9 Rt 8 Pro). NH·STP-4114 !0621 MP 344.767 N [PHONE REDACTED] E 56 822.828 1 I STORM & SANTARY SEW£R PLAN SOUTH FORK PALOUSE RIVER BRIDGE TO SWEET AVENUE 7netric COlHTY Latah